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Computational Mechanics Research and Support for Aerodynamics ...

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2.3.1. Model of Culvert Section with Fully Developed Flow Using Cyclic Boundary Conditions<br />

In this study, a simulation model was developed using the commercial CFD software STAR-CCM+. A<br />

small section of the culvert barrel was modeled with cyclic boundaries at the inlet <strong>and</strong> outlet sections of<br />

the computational domain. A 36 inch diameter culvert with corrugation size 3 inches by 1 inch has been<br />

used <strong>for</strong> this study. The flow depth was 9 inches, a flow velocity was 0.71 feet/second, <strong>and</strong> zero bed<br />

elevation in the culvert (no gravel present).<br />

Figure 2.6: Reduced symmetric section of the barrel considered from a trough to trough<br />

The boundary conditions used <strong>for</strong> the computational model in Figure 2.6 are listed in Table 2.1 below.<br />

All the CFD runs have been carried out with the same set of boundary conditions.<br />

Table 2.1: Boundary conditions<br />

Boundary Name Type<br />

Face at minimum x value Inlet Cyclic boundary condition<br />

Face at maximum x value Outlet Cyclic boundary condition<br />

Water surface Top Symmetry plane<br />

Centerline Center Symmetry plane<br />

all other surfaces Barrel No-slip wall<br />

TRACC/TFHRC Y1Q3 Page 18

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